For SI: 1 foot
= 304.8 mm.
a. The structural frame shall be considered to be the
columns and the girders, beams, trusses and spandrels
having direct connections to the columns and bracing members
designed to carry gravity loads. The members of floor
or roof panels which have no connection to the columns
shall be considered secondary members and not a part of
the structural frame.
b. Roof supports: Fire-resistance ratings of structural
frame and bearing walls are permitted to be reduced by
1 hour where supporting a roof only.
c. Except in Group F-1, H, M and S-1 occupancies, fire
protection of structural members shall not be required,
including protection of roof framing and decking where
every part of the roof construction is 20 feet or more
above any floor immediately below. Fire-retardant-treated
wood members shall be allowed to be used for such unprotected
members.
d. In all occupancies, heavy timber shall be allowed where
a 1-hour or less fire-resistance rating is required.
e. An approved automatic sprinkler system in accordance
with Section 903.3.1.1 shall
be allowed to be substituted for 1-hour fire-resistance-rated
construction, provided such system is not otherwise required
by other provisions of the code or used for an allowable
area increase in accordance with Section
506.3 or an allowable height increase in accordance
with Section 504.2. The 1-hour
substitution for the fire resistance of exterior walls
shall not be permitted.
f. Not less than the fire-resistance rating required by
other sections of this code.
g. Not less than the fire-resistance rating based on fire
separation distance (see Table
602).
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